Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover
This paper examines the environmental impact of the use of compacted sewage sludge: red gypsum (SS:RG) mixture as intermediate landfill cover in terms of yield and quality of leachate as characterised by hydraulic conductivity and leaching behaviour. A series of column tests using the constant head...
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Online Access: | http://ir.unimas.my/id/eprint/41385/1/Leaching%20Behaviour%20of%20Synthetic%20Leachate.pdf http://ir.unimas.my/id/eprint/41385/ https://www.mdpi.com/journal/sustainability https://doi.org/10.3390/su15054229 |
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my.unimas.ir.413852023-02-27T02:32:13Z http://ir.unimas.my/id/eprint/41385/ Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover Nor Azalina, Rosli Hamidi, Abdul Aziz Ahmad Kueh, Beng Hong Lim, Leonard Lik Pueh Mohd Hafiz, Zawawi TA Engineering (General). Civil engineering (General) TD Environmental technology. Sanitary engineering This paper examines the environmental impact of the use of compacted sewage sludge: red gypsum (SS:RG) mixture as intermediate landfill cover in terms of yield and quality of leachate as characterised by hydraulic conductivity and leaching behaviour. A series of column tests using the constant head method is carried out by percolating the synthetic leachate through samples that have been compacted at various degrees (60, 70, 75, 80 and 85%). The leachate quality is monitored at pre-determined days for pH, COD, Cu, Fe and Zn. In general, hydraulic conductivity decreases in three stages, in which the first stage is mainly attributed to the particle rearrangement and hydration of calcium silicate hydrate (CSH). The hydration of CSH increases the pH, which causes the heavy metal to precipitate and be entrapped within the matrices of CSH gel, thereby further reducing the porosity and hydraulic conductivity. A minimum of 75% compaction has shown favourable final porosity, hydraulic conductivity, and leachate quality, although a minimum of 80% compaction is recommended in order to achieve a satisfactory compressive strength of greater than 345 kPa for a landfill operation. MDPI 2023-02-26 Article PeerReviewed text en http://ir.unimas.my/id/eprint/41385/1/Leaching%20Behaviour%20of%20Synthetic%20Leachate.pdf Nor Azalina, Rosli and Hamidi, Abdul Aziz and Ahmad Kueh, Beng Hong and Lim, Leonard Lik Pueh and Mohd Hafiz, Zawawi (2023) Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover. Sustainability, 15 (4229). pp. 1-15. https://www.mdpi.com/journal/sustainability https://doi.org/10.3390/su15054229 |
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TA Engineering (General). Civil engineering (General) TD Environmental technology. Sanitary engineering Nor Azalina, Rosli Hamidi, Abdul Aziz Ahmad Kueh, Beng Hong Lim, Leonard Lik Pueh Mohd Hafiz, Zawawi Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover |
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This paper examines the environmental impact of the use of compacted sewage sludge: red gypsum (SS:RG) mixture as intermediate landfill cover in terms of yield and quality of leachate as characterised by hydraulic conductivity and leaching behaviour. A series of column tests using
the constant head method is carried out by percolating the synthetic leachate through samples that have been compacted at various degrees (60, 70, 75, 80 and 85%). The leachate quality is monitored at pre-determined days for pH, COD, Cu, Fe and Zn. In general, hydraulic conductivity decreases in
three stages, in which the first stage is mainly attributed to the particle rearrangement and hydration of calcium silicate hydrate (CSH). The hydration of CSH increases the pH, which causes the heavy metal to precipitate and be entrapped within the matrices of CSH gel, thereby further reducing the porosity and hydraulic conductivity. A minimum of 75% compaction has shown favourable final porosity, hydraulic conductivity, and leachate quality, although a minimum of 80% compaction is recommended in order to achieve a satisfactory compressive strength of greater than 345 kPa for a landfill operation. |
format |
Article |
author |
Nor Azalina, Rosli Hamidi, Abdul Aziz Ahmad Kueh, Beng Hong Lim, Leonard Lik Pueh Mohd Hafiz, Zawawi |
author_facet |
Nor Azalina, Rosli Hamidi, Abdul Aziz Ahmad Kueh, Beng Hong Lim, Leonard Lik Pueh Mohd Hafiz, Zawawi |
author_sort |
Nor Azalina, Rosli |
title |
Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover |
title_short |
Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover |
title_full |
Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover |
title_fullStr |
Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover |
title_full_unstemmed |
Leaching Behaviour of Synthetic Leachate through a Sewage Sludge and Red Gypsum Composite as Intermediate Landfill Cover |
title_sort |
leaching behaviour of synthetic leachate through a sewage sludge and red gypsum composite as intermediate landfill cover |
publisher |
MDPI |
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2023 |
url |
http://ir.unimas.my/id/eprint/41385/1/Leaching%20Behaviour%20of%20Synthetic%20Leachate.pdf http://ir.unimas.my/id/eprint/41385/ https://www.mdpi.com/journal/sustainability https://doi.org/10.3390/su15054229 |
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1758954034324045824 |
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13.211869 |